CEDAR_CREEK_FINAL_APPROVED_DRAWINGS.PDF

PDF 4 MB Posted Jul 27, 2018

Attached to: Cedar Creek Dam Diversion Channel Lining Federal contract opportunity
Solicitation number: 12SPEC18Q0029
Issued by: Department of Agriculture National Resources Conservation Service Headquarters

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Other files for this federal contract opportunity

Other files attached to Cedar Creek Dam Diversion Channel Lining, newest first.
File	Type	Posted
Clearing_Grubbing.pdf	PDF	Aug 14, 2018
cedar_creek_site_showing_minutes.pdf	PDF	Aug 13, 2018
Amendment_0003_Docs.pdf	PDF	Aug 13, 2018
Amendment_0003.pdf	PDF	Aug 13, 2018
Amendment_0002.pdf	PDF	Aug 10, 2018
Amendment_1.pdf	PDF	Aug 7, 2018
12SPEC18Q0029_1442.pdf	PDF	Jul 27, 2018
cedar_creek_specs_final.pdf	PDF	Jul 27, 2018
Wage_Rates.pdf	PDF	Jul 27, 2018

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N a t u r a l

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CEDAR CREEK DAM

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DIVERSION

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CHANNEL

AutoCAD SHX Text Columbia Falls Aluminum Company Property

AutoCAD SHX Text City of Columbia Falls Property

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TO DEHLBOM LANE --->

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<---TO N. FORK ROAD

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MONTANA

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MT-SO-29-18

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SMIDANSKY

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SMIDANSKY

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KRUEGER

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HOFFMAN

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FLATHEAD COUNTY

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CEDAR CREEK DIV. CHANNEL LINING

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CITY OF COLUMBIA FALLS

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PROJECT LAYOUT

AutoCAD SHX Text PROJECT CONTROL POINT DESCRIPTIONS GPS Base Station: "X" scratched in the top of the concrete vault cover east of the City Water Tank "X" scratched in the top of the concrete vault cover east of the City Water Tank TBM 2: Center of manhole cover approximately 30 Northeast of a power pole next to the City's Water Tank Center of manhole cover approximately 30 Northeast of a power pole next to the City's Water Tank TBM 4: " rebar in ground with yellow cap, approximately 230 ft north of Station 37+63, left side of the 12" rebar in ground with yellow cap, approximately 230 ft north of Station 37+63, left side of the channel bank while looking down channel channel bank while looking down channel TBM 5: " rebar in ground with yellow cap, approximately 87 ft south of Station 42+74. left side of the 12" rebar in ground with yellow cap, approximately 87 ft south of Station 42+74. left side of the channel bank while looking down channel TBM 7: " rebar in ground with yellow cap, approximately 37 ft right offset of Station 19+10 while looking down 12" rebar in ground with yellow cap, approximately 37 ft right offset of Station 19+10 while looking down channel UTM Zone: Zone 11N Zone 11N Horizontal Datum: NAD83 NAD83 Vertical Datum: NAVD88 (Elevations referenced to NGVD 29) NAVD88 (Elevations referenced to NGVD 29) Horizontal Distance: International Ft International Ft Vertical Distance: US Survey Ft US Survey Ft Geoid Model: Geoid09Geoid09

AutoCAD SHX Text N

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TEMPORARY STAGING/ STOCKPILING AREA

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UPPER LINING REACH SEE SHEET 3

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BORROW AREA EXCAVATE NO LOWER THAN ELEVATION 3247.5 SEE SHEET 6

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TEMPORARY STAGING/ STOCKPILING AREAS

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LOWER LINING REACH SEE SHEET 4

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CHANNEL CROSSING AND TURNAROUND

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CONSTRUCTION ACCESS ROADS

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WORK LIMITS

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NOTE: WORK LIMITS ALONG CHANNEL ARE DEFINED AS

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50' OFFSET TO EACH SIDE OF CHANNEL CENTERLINE

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UNLESS SHOWN OTHERWISE.

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ADDITIVE LINING REACH SEE SHEET 5

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AutoCAD SHX Text 14+84

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CUTOFF TRENCH SEE DETAIL SHEET 6

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CUTOFF TRENCH SEE DETAIL SHEET 6

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EXISTING GROUND

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CHANNEL INVERT

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CANAL3 123012 COMPOSITE LINER

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EARTHFILL COVER

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CHANNEL INVERT/ EARTHFILL COVER ELEVATION

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LINER ELEVATION

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MONTANA

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MT-SO-29-18

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SMIDANSKY

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SMIDANSKY

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KRUEGER

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HOFFMAN

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FLATHEAD COUNTY

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CEDAR CREEK DIV. CHANNEL LINING

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CITY OF COLUMBIA FALLS

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UPPER PLAN AND PROFILE

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TBM7

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CHANNEL BOTTOM SAMPLE 17-826

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SEEP HOLE SAMPLE 17-827

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CHANNEL CL

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STA 12+50 BEGIN COMPOSITE LINER

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STA 17+50 END COMPOSITE LINER

t u r a l

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AutoCAD SHX Text 39+62

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CUTOFF TRENCH SEE DETAIL SHEET 6

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CUTOFF TRENCH SEE DETAIL SHEET 6

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EXISTING GROUND

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CHANNEL INVERT

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CANAL3 123012 COMPOSITE LINER

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EARTHFILL COVER

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CHANNEL INVERT/ EARTHFILL COVER ELEVATION

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LINER ELEVATION

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MONTANA

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MT-SO-29-18

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SMIDANSKY

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SMIDANSKY

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KRUEGER

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HOFFMAN

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FLATHEAD COUNTY

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CEDAR CREEK DIV. CHANNEL LINING

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CITY OF COLUMBIA FALLS

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LOWER PLAN AND PROFILE

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TBM 5

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SEEP HOLE SAMPLE 17-828

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SEEP HOLE SAMPLE 17-829

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SEEP HOLE SAMPLE 17-833

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CHANNEL BOTTOM SAMPLE 17-831

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STA 37+60 BEGIN COMPOSITE LINER

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STA 42+60 END COMPOSITE LINER

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CHANNEL CL

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AutoCAD SHX Text 35+15

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CHANNEL INVERT/ EARTHFILL COVER ELEVATION

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LINER ELEVATION

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CUTOFF TRENCH SEE DETAIL SHEET 5

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EXISTING GROUND

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CHANNEL INVERT

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CANAL3 123012 COMPOSITE LINER

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EARTHFILL COVER

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MONTANA

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MT-SO-29-18

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SMIDANSKY

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SMIDANSKY

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KRUEGER

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HOFFMAN

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FLATHEAD COUNTY

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CEDAR CREEK DIV. CHANNEL LINING

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CITY OF COLUMBIA FALLS

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ADDITIVE PLAN AND PROFILE

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AutoCAD SHX Text cc_liner_2_Op.dwgg

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TBM 5

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SEEP HOLE OBSERVED 5/2018

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STA 33+60 BEGIN COMPOSITE LINER

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STA 37+60 CONTINUE COMPOSITE LINER

CHANNEL CL

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EXCAVATION LIMITS

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EARTHFILL COVER

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FINISHED SURFACE

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EXISTING GROUND

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CANAL3 123012 COMPOSITE LINER

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EXISTING GROUND

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EXCAVATION LIMITS

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FINISHED SURFACE

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EARTHFILL COVER

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CANAL3 123012 COMPOSITE LINER

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FLOW

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CANAL3 123012 COMPOSITE LINER

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CHANNEL INVERT

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EARTHFILL COVER

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FLOW

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CANAL3 123012 COMPOSITE LINER

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OVERLAPPED HOT MELT ADHESIVE OR WEDGE WELDED JOINT

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CHANNEL INVERT

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EARTHFILL COVER

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CANAL3 123012 COMPOSITE LINER

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CHANNEL INVERT

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EARTHFILL COVER

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FLOW

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AutoCAD SHX Text -40

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EXISTING GROUND

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EXCAVATE NO LOWER THAN ELEVATION = 3247.5

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TYPICAL SECTION STA 35+15 (ADDITIVE)

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EXISTING GROUND

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EXCAVATION

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FINISHED SURFACE

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EARTHFILL COVER

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CANAL3 123012 COMPOSITE LINER

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MONTANA

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MT-SO-29-18

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SMIDANSKY

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SMIDANSKY

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KRUEGER

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HOFFMAN

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FLATHEAD COUNTY

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CEDAR CREEK DIV. CHANNEL LINING

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CITY OF COLUMBIA FALLS

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CHANNEL SECTIONS

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LINER CUTOFF DETAIL (UPSTREAM END) NTS

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LINER SEAM DETAIL NTS

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LINER CUTOFF DETAIL (DOWNSTREAM END) NTS

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BORROW AREA TYPICAL EXCAVATION LIMITS

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STATIONS 12+50 AND 37+60-NO ADD.

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STATIONS 17+50 AND 42+60

STATIONS 12+50 AND 33+60-ADD.

FNL_PLAN_ADDITIVE.pdf

Sheets and Views

02.PROJECT LAYOUT

FNL_UPPER_ADDITIVE.pdf

Sheets and Views

03.UPPER PLAN AND PROFILE

FNL_LWR_ADDITIVE.pdf

Sheets and Views

04.LOWER PLAN AND PROFILE

FNL_ADD_ADDITIVE.pdf

Sheets and Views

04.ADDITIVE PLAN AND PROFILE

FNL_XS_ADD.pdf

Sheets and Views

05.CHANNEL SECTIONS

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